Improvement to service road on RFB of river Badanadi from Aska Bus Stand to Revenue IB, Aska for the year 2026-27.

Providing, laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness,with hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber applying and brooming requisite type of screening/binding materials i.e moorum or gravel to fill up the interstices of coarse aggregate as per sieve analysis watering and compacting to required density as per Clause 404 of MOSRT&H specification for Road and Bridge works (4th Revision) with all cost, conveyances, royalty of all materials to the work site, hire and running charges of PRR, all T&P required and all labour cost, cess, incidental charges etc. complete the work in all respect but excluding GST and as per drawing, design, specification and direction of the Engineer-in-charge. (Grade-III )

Providing & applying Tack coat using 60/70 penetration grade of packed bitumen @ 2.00 KG per 10.0 Sqm. including all cost, conveyance, taxes, labour, labour cess, T&P but execulding GST etc. complete the work in all respect as per specification & direction of the Engineer-in-charge.

Providing, laying and rolling of close graded premix surfacing material of 20 mm thickness composed of specified size of stone aggregates using 60/70 penetration grade of bitumen to the required line, grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity and finishing to required level and grade as per Clause 512 of MoSRT&H Specifications for Road & Bridge works (4th Revision) including cost, conveyance royalty, taxes of all materials, hire & running charges of all machineries & their transportation charges to site, mobilization, demobilization of T&P, fuel, bitumen, labour required for the work & cess etc but excluding GST and complete the work in all respect as per specification, drawing, design and direction of Engineer-in-charge.

Providing & laying 6mm pre coated seal coat type-B using 0.06 cum of 6.7mm size chips & 6.80kg of 80/100 penetration grade of bitumen for 10 sqm with 100-120 TPH HMP by transporting the hot mix to work site, laying with a mechanical paver finisher to required grade, level and alignment as per clause 513 of MOSRT&H specification for road, including cost, conveyance royalty, taxes of all materials required hire & running charges of all machineries required & their transportation charges to work site, mobilization,demobilization of T&P, fuel, bitumen labour required for the work & cess etc but excluding GST and complete the work in all respect as per specification and direction of Engineer-in-charge.

Collecting, Supplying and stacking, conveying from stacks and admixing moorum and sand in propotion (60:40 ) including watering and compacting the same to the required density in OMC with P.R.R including all lead, lift and delift etc. including cost of material, labour charges, taxes, royalty, labour cess etcbut excluding GST and complete the work in all respect as per drawing design and specification and direction of Engineer-in-charge.

Earth work excavation of any approved type of soil mechanically in approved borrow area with transportation of suitable earth by mechanical means with all lead & lift including loading, unloading and re-handling from borrow area for filling section including benching, marking trimming the slopes and bed to the required section and level including clearing and grubbing light jungles, uprooting stumps, small bushes and trees etc. and breaking the clods to max. 5 cm to 7 cm and laying in layers to the design section of bank in 22.5 cm thick layers including construction maintenance, watering and lighting of haul road and borrow area, including cost, conveyance, Royality and taxes, all incidental charges & cess with all leads, lifts & delifts etc. but excluding GST and complete the work in all respects as per design, drawing, specification and as per direction of Engineer-in-charge. (Measurement to be taken on finished level section )